Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber

Detalhes bibliográficos
Autor(a) principal: Júlio Cezar Pigozzo
Data de Publicação: 2018
Outros Autores: Felipe Nascimento Arroyo, Diego h. Almeida, André Luis Christoforo, Eduardo Chahud, Francisco Antonio Rocco Lahr
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFMG
Texto Completo: http://hdl.handle.net/1843/56901
https://orcid.org/0000-0002-2615-0678
https://orcid.org/0000-0001-8226-172X
https://orcid.org/0000-0003-3168-7055
https://orcid.org/0000-0002-3510-8498
Resumo: CAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível Superior
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spelling 2023-07-24T19:39:35Z2023-07-24T19:39:35Z201884707510.5923/j.ijme.20180804.032166-5400http://hdl.handle.net/1843/56901https://orcid.org/0000-0002-2615-0678https://orcid.org/0000-0001-8226-172Xhttps://orcid.org/0000-0003-3168-7055https://orcid.org/0000-0002-3510-8498CAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível SuperiorFAPESP - Fundação de Amparo à Pesquisa do Estado de São PauloThe study of pull out strength of glued in rods perpendicularly to the grain is presented. Three types of resin were used in order to evaluate their efficiency. Additionally, the effects of the variation of the moisture content and of the glue line thickness were considered. The beams were made of wood from Corymbia citriodora, (ρ12% = 1000 kg/m3) and Pinus oocarpa Shiede (ρ12% = 550 kg/m3). The wood specimens (four samples for each type of test) were seasoned to the expected moisture contents of 12, 15, 18 and 22%. The anchorage length of the glued in rods was 80 mm, the hole diameters were 7.5, 8.5, 9.5 and 10.5 mm and their respective glue line thickness, 0.6, 1.1, 1.6 and 2.1 mm. The deformed reinforcing bars used as rods, with the minimum yield strength of 500 MPa, had nominal diameter of 6.3 mm. The obtained results confirmed the assumption that type of resin, moisture content, glue line thickness are strength determining factors, while density is less than others. The results are presented in a comparative form. The failure modes are discussed and the need of a broad understanding of resin behavior on wood was emphasized.engUniversidade Federal de Minas GeraisUFMGBrasilENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVILInternational Journal of Materials EngineeringAdesivosBarras de açoGomas e resinasEucalyptusAdhesivesGlued-in steel rodsStructural resinAnchorage strengthPull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timberinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://dx.doi.org/10.5923/j.ijme.20180804.03Júlio Cezar PigozzoFelipe Nascimento ArroyoDiego h. AlmeidaAndré Luis ChristoforoEduardo ChahudFrancisco Antonio Rocco Lahrapplication/pdfinfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFMGinstname:Universidade Federal de Minas Gerais (UFMG)instacron:UFMGLICENSELicense.txtLicense.txttext/plain; charset=utf-82042https://repositorio.ufmg.br/bitstream/1843/56901/1/License.txtfa505098d172de0bc8864fc1287ffe22MD51ORIGINALPull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber.pdfPull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber.pdfapplication/pdf306914https://repositorio.ufmg.br/bitstream/1843/56901/2/Pull%20out%20strength%20of%20bonded-in%20steel%20rods%20perpendicularly%20to%20the%20grain%20in%20Corymbia%20citriodora%20and%20Pinus%20oocarpa%20shiede%20timber.pdf00788dbb798b404e112013c8ef919e53MD521843/569012023-07-24 16:39:36.15oai:repositorio.ufmg.br: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Repositório de PublicaçõesPUBhttps://repositorio.ufmg.br/oaiopendoar:2023-07-24T19:39:36Repositório Institucional da UFMG - Universidade Federal de Minas Gerais (UFMG)false
dc.title.pt_BR.fl_str_mv Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber
title Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber
spellingShingle Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber
Júlio Cezar Pigozzo
Adhesives
Glued-in steel rods
Structural resin
Anchorage strength
Adesivos
Barras de aço
Gomas e resinas
Eucalyptus
title_short Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber
title_full Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber
title_fullStr Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber
title_full_unstemmed Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber
title_sort Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber
author Júlio Cezar Pigozzo
author_facet Júlio Cezar Pigozzo
Felipe Nascimento Arroyo
Diego h. Almeida
André Luis Christoforo
Eduardo Chahud
Francisco Antonio Rocco Lahr
author_role author
author2 Felipe Nascimento Arroyo
Diego h. Almeida
André Luis Christoforo
Eduardo Chahud
Francisco Antonio Rocco Lahr
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Júlio Cezar Pigozzo
Felipe Nascimento Arroyo
Diego h. Almeida
André Luis Christoforo
Eduardo Chahud
Francisco Antonio Rocco Lahr
dc.subject.por.fl_str_mv Adhesives
Glued-in steel rods
Structural resin
Anchorage strength
topic Adhesives
Glued-in steel rods
Structural resin
Anchorage strength
Adesivos
Barras de aço
Gomas e resinas
Eucalyptus
dc.subject.other.pt_BR.fl_str_mv Adesivos
Barras de aço
Gomas e resinas
Eucalyptus
description CAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível Superior
publishDate 2018
dc.date.issued.fl_str_mv 2018
dc.date.accessioned.fl_str_mv 2023-07-24T19:39:35Z
dc.date.available.fl_str_mv 2023-07-24T19:39:35Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/1843/56901
dc.identifier.doi.pt_BR.fl_str_mv 10.5923/j.ijme.20180804.03
dc.identifier.issn.pt_BR.fl_str_mv 2166-5400
dc.identifier.orcid.pt_BR.fl_str_mv https://orcid.org/0000-0002-2615-0678
https://orcid.org/0000-0001-8226-172X
https://orcid.org/0000-0003-3168-7055
https://orcid.org/0000-0002-3510-8498
identifier_str_mv 10.5923/j.ijme.20180804.03
2166-5400
url http://hdl.handle.net/1843/56901
https://orcid.org/0000-0002-2615-0678
https://orcid.org/0000-0001-8226-172X
https://orcid.org/0000-0003-3168-7055
https://orcid.org/0000-0002-3510-8498
dc.language.iso.fl_str_mv eng
language eng
dc.relation.ispartof.pt_BR.fl_str_mv International Journal of Materials Engineering
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Minas Gerais
dc.publisher.initials.fl_str_mv UFMG
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv ENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVIL
publisher.none.fl_str_mv Universidade Federal de Minas Gerais
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFMG
instname:Universidade Federal de Minas Gerais (UFMG)
instacron:UFMG
instname_str Universidade Federal de Minas Gerais (UFMG)
instacron_str UFMG
institution UFMG
reponame_str Repositório Institucional da UFMG
collection Repositório Institucional da UFMG
bitstream.url.fl_str_mv https://repositorio.ufmg.br/bitstream/1843/56901/1/License.txt
https://repositorio.ufmg.br/bitstream/1843/56901/2/Pull%20out%20strength%20of%20bonded-in%20steel%20rods%20perpendicularly%20to%20the%20grain%20in%20Corymbia%20citriodora%20and%20Pinus%20oocarpa%20shiede%20timber.pdf
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